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Home My WebLink About024-741-32-3301-SAN-2023-264 -�"" �''�%� Department of Safety c°°°�' ➢ _��`� = & Professional Services, s�`�"' �'r � . , : � Sanitary Permit Number(to be filled in by( �,,,\``, �_ .. Industry Services Division 'z- .: (9 S I lv 5� w Sanitary Permit Application StateTransactionNumber � In accordance with SPS 383.21(2),Wis.Adm.Code,submission of this form to the appropriate govemmental unit �— E� is required prior to obtaining a sanitary permit.No[e:Application forms for state-owned POWTS are submitted to Project Address(if difteren[than mailing ad �. the Department of Safety and Professional Services.Personal information you provide may be used for secondary purposes in accordance with the Privacy Law,s. IS_04(l)(m),Stats_ � � -��W /�� 3 I.Application Information-Please Print All[nformation �'" Property Owner�s Name Parcel# (� �. G;�a � �,�t� z� o �ay-�ti� - 3� 330 1 Property Owners Mailing Address Property Location �� a:r� F��M �a �--- City,State Zip Code Phone Number p�� tl �tJ '�� M 1� S'S'8 0 y J�Itil %,, Sl� '/,, Section _ 3 e1 II.Type of Building(check all that appty) Lot# T N R 0�7 �E-or "�l or 2 Family Dwelling-Number of Bedrooms 3 ^ Subdivision Name 61ock# 3S�.cK (�ar� I ❑Public/Commercial-Describe Use .___ ❑City of ❑State Owned-Describe Use CSM Number �Village of �— �Town of� 1"��vnC� �..41�_S` II1.Type of POWTS Permit:(Check either"New"or"ReplacemenY'and other applicable on line A. Check one box on line B.Complete line C i a licable. `�� New System ❑ Replacement System g �y ( p ) P ) ❑ Other Moditication to Existin S stem ex lain ❑Additional PretreaUnent Unit(ex Iain B' ❑ Holding Tank � [n-Ground �jCa�+0.� ❑ At-Grade ❑ Mound ❑ Individual Site Design ❑Other Type(explain) (conventional)WlUE� C• ❑ Renewal Before ❑ Revision ❑ Change of Plumber ist Vrevious Permit Number and Date[ssued ❑Transfer to New Owner Expiration IV.Dispersal/Treatment Area and Tank Information: 1 OOF E �no.F ' '�'1•S�x 1'C I ov�-s�*-e d Design Flow(gpd) Design Soil Application Rate(gpd/s� Dispersal Area Required(st) Dispersal Area Proposed(s� System Elevation � ySo ►• c, i � . o �a � / aa5 ti7s /3a5 95 .00 Capaciry in Total #of Manufacturer Tank Information Gallons Gallons Units � o � � New Tanks Existing Tanks � o � � y ,a �a �c"d �!'��O a. U in �, tn t�. C7 a. Sep[ic or Holding Tank ' O O� � ��(� �C T C R Dosin��Chamber / O U � G V v CO V.Responsibility Statement- 1,the undersigned,assume responsibility for installation of the POWTS shown on the attached plans. Plumber�s Nanie(Print) Plumber�s Sianature MP/MPKS Numbcr Business Phone Number �-- -r' Gcrn 1 c! �c'�+Gn+c I �/�--�� 95 0 1 1 I 7 is-s s8-I�3 g Plumber's Address(Street,City,State,Zip Code) )3soaw Fcven.e � 2� Hti warul w� Sbgy3 Vl.Cou ty/Department Use Only �Ap rA ❑Disapproved $��Fee� Dale Issued Issuing Agent Signature ❑Owner Given Reason for Denial ��' i� �� 3 ��R� Conditions of Approval/Reasons for Disapproval -°_�,� -� -, r,.--��, -�-. B"!# � � �"' ��^�� '4 \:!�'��i ^, � -��-� 1 O � �3 ��1!� �� r �1�� "'fi� .� �_.......,...._.__.._. ,,. -.---�-��- � ac� o s 2Q23 �k# i�yN � C S� � � — I � �. �Ab'VYER COUfVTY � � - :� ,� Z'UNII�iG R.�MlPNSTRAI"ION Attach to complete plans for the system and submit to the County only on paper not kss t6an 8 IR x 11 inches in size �� I�� R!�R�FJ^:��AFT�A SBD-6398(R.03/22) I;;SU�Ur�£�Al;�1 GeoMat IN GROUND AND DOSING DISTRIBUTION COMPONENT DESiGN INDEX AND TITLE PAGE System nerinfo .. _ Project Name: Amatuzio-County Hwy B Owner's Name: Alan&Gina Amatuzio Owner's Address: 226 Paine Farm Rd Duluth,MN 55804 Property Info Property Address: 11703W County Hwy B Legal Description: SW SW S 32 T 41 N R 7 W Township Round Lake County: Sawyer Subdivision Name: Lot Number: Block Number: CSM#: Parcel I.D.Number: 024-741-32 3301 Plan Transaction No.: Index Pages Page 1 Index and title Page 9 Plot plan Page 2 Data entry Page 10 Pump Curve Page 3 GeoMat dist.cell drawings&calculations Page 4 Lateral and cell cross section Page 5 Management&contingency Page 6 Maintenance&specifications Page 7 Tank cross sections Page 8 Distribution media Gerald Froemel License Number: 950111 Date: 10/03/23 Phone Number: 715-558-1138 Signature:_,��%F/"��'�'l/ Designer Stamp: State of Wisconsin Approval Stamp: Designed Pursuant ro the GeoMat In Ground Component Manual April 2019 Version Page 1 of 10 In Ground and Dosing Distribution Component Design Site Infortnation R Residential or Commercial Design N ISD Required? 300.00 Estimated Wastewater Flow(gpd) 1.50 Peaking Fac[or(e.g. 1.5= 150%) 450.00 Design Flow(gpd) 5.00 Site Slope(°/a) 95.00 P�op. System ElBvetiOn(ft) Santl 8 Native soii Contour 60.00 Depth to Limiting Fador(in) 7.60 In-situ Soil Application Rate(gpd/ft�) 97.20 Lowest Original Grade Ele. In System Area(R) 97.80 Highest Original Grade Ele. In System Area(k) 92.80 Limiting Factor Elevation(ft) 1.30 Depth Below Grade �stribution Ceti In ormation 325 Cell Width(ft) 2 Number of Celis 2.00 Dispersal Cell Design Loading Rate(gpd/ft�) 2 Influent Wastewater Quality(1 or 2) Distribution information E Center or End Manifold, Dist. Box or Drop Box 2 Number of Laterals System dosed Y 425 Lateral Spacing(ft) 23.49 Forcemain Drainback(gal) Does the forcemain drafn back? Y ��. 0.00 Forcemain Filter Loss(ft) 2.00 Porcemain Diameter(in) 144.00 Forcemain Length(k) 68.00 Inside Pump Tank Elevation(ft) 3 50 System Head (ft)x t_3 27.77 Vertical Lift(ft) 1.39 Friction Loss(ft) 32.66 Total Dynamic Head (R) DA, q...:"r-:� ._. . .., 5 -^' �=e"' :c�'�� 68.49 Minimum Dose Volume(gal) 25.00 System Demand(gpm) Manufacturer Information ` Treatment Tank Information Effluent Filter Information 1000.00 Septfc Tank Capacity(gal) Lifetime Filter LLC Fiiter Manufacturer Wieser Concrete Products, Inc. Manufacturer LT 1/S Filter Model Number Dose Tank Information Gallonsllnch Calculator. :_:t�.onal) 602.82 Dose Tank Capacity(gal) 602.82 Total Tank Capacity(gal) 11.82 Dose Tank Volume(gal/in) 51.00 Total Working Liqwd Depth(in) Wieser Concrete Products, Inc. Manufacturer � 11.82� gal/in(enter result in cell DoseTankVolume) Project: Amatuzio-County Hwy B Page 2 ot 10 in Ground Plan View 2 cell 2'reoPvlat •' 00000000000000000000000000000 �g 000000000 :• '� o°o�o°o°o°o°o°o°o°o�o°o°o°o°o°o°o°o°o°o°o°o°o°o°o�o�o�o�o �i�l�Yli`6� o�o�o°o°o°o°o°o°o.' 0000000000000000000000000000 00000000 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � o � � 000000 � � � 0000000 � 0000000000000000000000 � � � 0 . °o°o°o°o o°o°o°o°o°o°o°o a°o°o°o�o°o°o°o°o�o�o�o�o�o�o°o°o°o°o°o�o�o�o°o�o�o°o°o°o°o°o°o�o�o.• 00000000000000000000000000000000000000000a0000 .•�°o°o° o°o°o°o°o°o°o°o°o°o°o�o°o�o�o°o°o°o°o°o°o°o°o�o°o�o�o�o�o�o°o°o°o�o°o°o�o�o�o o�o�o a° •� alculations I ft A 325 ft Basal Area Required 28125 h� K 1 ft 8 50 ft Basal Area Proposed 475 ftz S 1.00 ft L 52 ft W 9.50 ft Basal Area Calculation GeoMat Dis ersal Celt Basal Area Calculation GPD Loadin Rate GPD Loadin Rate 450 1.6 gal/sq tuday 450 2.00 gal/sq Poday Total 28125 ftz Total 225 ftZ Pro osed 325 ftZ NumberofCells 2 GeoMatWidth 3.25ft Cell Length ft Lineal Feet of GeoMat Reqwred 692 Min. Cell Len th 34.6 ft Lineal Feet of GeoMat Proposed 100 Cell S acin 1.00 ft NOTE:Min S dimension = 1' S stem Elevation 95 ft Limitin Factor 92.8 ft Se aration 2.2 ft 2'Min Direc[ions Play wd'n cell iength to ge!desired cell spaang_ length and wldth Rememhsr syster�i SHOULD be long�� t`�an ,? is wide. It inust also Satisf basal loadln rate and GeoMat celi loadin rate. Project: Amatuzio-County Hwy 8 Page 3 of 10 End Connectlon Lateral Layout Diagnm . _ . . . . . Q:+ix. . : . . . . . . . � „-`d Hole spacing is every 12", 1/2"hole at 4 8 8 O'Gock,starting 4 O'clock 6"from end and 8 O'clock Holes at 12"from end. 4"PeAorated pipe may be used. Lateral Spacing 425 N Pipe Diameter 2.00 in UfiOn CB roaS On. " ��..�a�n r�e� � �� y . :r.. - Dim�mm I `-�. ..�.. 12"-4z a,�ra -. � Lmdlevd i.3n— smaco.e� 4 :.: -T.. 2 in —► P1pCDli- ' '� �zu \ Flnfltrecv0 . ,A PiO� I`__ 7opofgeomat[obeator �. _ _ - - ' � � GFAMAT below original grade I � � I � I � 2.ti��33 c,M_ � i � , � � � i � � [a5ltretive Surfice - ____-NATIVE_SOIL=___=� '____—_ ___�____ _ Lrt^.i�'nV.F� 60in y � ervation Pipes ...�.+w�� ro.e.a m.e. � .•�vw I 12"Min. � � � � 42"Max r„aafmn e �. � k.n,. i � �is£ g .�c i�t Z � �� t- �� a.ux �__- r �i-�—"7'' ��'" �-wa�w o-�T�rmevam.�.�.. 95 ProjecC Amatuzio-County Hwy B Page 4 of 10 Notes/ Maintenance Requirements MANAGEMENT PLAN This private onsite wastewater(POWTS)has been designed,and fs to be installed and maintained in accordance with SPS 383,Wis.Admin. Code,the in-Ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems Version 2.0 SPS-10705-P (N.01/01). GeoMat in ground Component manual Apri1 2019 Version. 1.This POWTS has been designed to accommodate a maximum daily flow of 45�QRons of wastewater per tlay. The quality of inFluent discharge fnto the POWTS treatment or dispersal component shall be equal to or less than all of the following, A monthly average of 30 mg/L fats,oil and grease A monthly average of 220 mglL BOD5 A monthly averege of 150 mglL TSS Wastewater shall not discharge to the POWTS in quantities or qualities that exceed these limits or that result in exceeding the enforcement standartls and preventative action limfts specified in ch.NR 140Tables 1 8 2 at a point of standards application,except as provided in DSPS 383.03(4),Wis Admin.Code. 2.The owner of this POWTS is responsible for system operation and maintenance. 3.Defects or malfunctions identified during maintenance described above shall be repafred in conformance with SPS383 Wis.Admin.Code, and the pertainfng county Private Sewage Systems Ordinance. The user's manual,provided to the owner of the POWTS includes the names and telephone numbers of the properly licensed individuals to contact for such repairs. 5.No product for chemical or physical restoration or chemiral or physical procedures for POWTS may be used unless approved by the Dept. of Commerce in accordance with SPS.384,Wis.Admia Cotle. 6.If the POWTS is replaced,or its use diswntinued,ft shall be abandoned in accordance with SPS 383.33,Wis.Admin.Cotle. NOTES Two Effluent Filters to be installed where possible t to be installed in ST,and or 1 in pump tank in order to insure partide size less than or equal to 7/8". Filters should be cleaned once in spring,and once in fall. Also,strainers in sinks in the building shall be maintained,so that solids and fats are minimized to flow into system. A minimum of 2 observation pipes per cell shall be installed. These pipes shall be located approximately at the end of each cell. The plumber,or county shall see to it that a copy of these plans including this page, mafntenance folder,and maintenance agreement is given ro the homeowner. This system may contain a dose chamber. If a pump,float,electncal outage causes the dose tank to fill,the homeowner should see to it that the effluent level in the tank is brought down gradually and not all dosed to the system at once. One large dose could cause damage. Contact a pumper or your installer if this pmblem occurs. The homeowner is responsible for formulating a water conservation plan that will ensure the system is rarely overloaded. I.E.spread laundry out over time,not 6 loads in 2 hours,while everybody showers,and uses the toilet,ETC. CONTINGENCY PLAN FOR COMPONENT FAILURE A. Septic Tank.Any structural failure resWting in cracks or leaks in the tank must be corrected by replacement of the septic tank component. Leaks in the joints between manhole risers or covers shall be repaired by replacing faulTy seals with approved materials to make joints water- tight. B.Outlet Filter_The outlet filter shall be replaced or repaired when it is either no longer capable of preventing the discharge of partfcles larger than i/8 inch or when it has become permanently degraded by clogging so as to interfere with the design flow out of the septic tank. C.Dosing chamber and pump.The dosing chamber shall be replaced if any structural failure is found.Leaks in joints between manhole risers or covers shall be repaired by replacing taulry seals with approved matenals to make joints water-tight.The pump and contmis shall be replaced when they are no longer rapable of functioning according to the design plan. D.Pressure Distribution Piping.Partial clogging of the distribution network may result fn unduly long dosing cycles.The ends of the distribution laterals may be exposed and the threaded end caps removed.The piping can be disconnected on the outlet end of the pump. The distribution piping may then be back flushed to cleanse any accumulated matter from the piping.It is rewmmended[hat the dosing chamberthen be pumped by a licensed plumber. E.Soil Absorption CeIL The discharge of sewage or wastewater to the ground surface is strictly prohibited due to the human health hazard created by the effluent.All failures created by surface discharge shall immediately be reported to the appropriate county.The pump shall then be fmmediately disconneded to prevent further discharge to the ground surface via the soil absorption cell.The existing septic tank and dosing chamber shali be used as a temporary holding tank until the necessary repairs to the soil absorption cell can be achieved.The repiacement shall be initiated only after any necessary plan approvals have been obtained from the appropriate plan review authority and the required sanRary permd is obtafned from the county. Project: Amatuzio-Counry Hwy B Page 5 of 10 tn Ground System Maintenance and Operation Specifications Service Provider's Name Gerald Froemel Phone 715-558-1138 POWTS Regulator's Name Sawyer County SPIA-Zoning Administration Phone (715)634-8288 Svstem Flow and Load Parameters Design Flow-Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow-Average 300 gpd Maximum BODS 30 mglL Septic Tank Capacity 1000 gal Maximum TSS 30 mg/L Soil Absorption Component Size 162.5 ft� Maximum FOG 10 mg/L Type of Wastewater pomestic Maximum Fecal Coliform 10E4 cfu1100 mL Service Frequencv Septic and Pump Tank Ins ect andlor service once eve 3 ears Effluent Filter Ins ect and clean as necessa at least once eve 3 ears Pump and Controls Test once eve 3 ears Alarm Should test eriodicall Pressure System Laterals should be flushed and ressure tested eve 3 ears In Ground Inspect for ponding and seepage once every 3 years Miscellaneous Construction and Materials SUndards 1. Observation pipes are slotted and materials conform to Table SPS 384.30-1, have a watertight cap and are secured in as shown in the GeoMat In Ground Component Manual Ver.April 2019. 2. Dispersal cell media conforms to GeoMat products approved for use with the GeoMat In Ground Component Manual Ver April 2019. Media is covered wdh an approved geote�Rile fabric. 3. All gravity and pressure piping materials conform to the requirements in SPS 384,Wis.Adm.Code. 4. Scarification of basal area is accomplished wfth a rake or other tool. 5. All disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Laterel Tum-up Detail 6-8"Diameter Finished Threaded Cleanout Lawn Sprinkler Grade \ Plug or Ball Valve Box \ y Vent if i ' ot Dosed Lateral Ends at Last Orifice Where r � Long Sweep 90 or Two ��45 Degree Bends Same Diameter as Lateral � � �,:��.:.. 4 �Distribution Lateral � Lateral Cleanout 95 Feet Project: Amatuzio-County Hwy B Page 6 of 10 PAGE 4�9�r GRAVITY-DOSED �°` �� SEPTIC / PUMP TANK SPECIFICATIONS (No Scale) 4"9 Ven1 Pipe >10 fl fmm Building Eleclncal musl mmpty wilh 12'Min.or20Rabove SPS316andNEC300 Established Flood Elevalion Ealend manhole nser as necessary. (rypipl) Wealherproof Approved Juncnon Box Venl Ca APProved Locking Manhole IMPORTANT: P ��+'��h Waming Label Attached Anchor tank(s)as necessary (ryPi�l� �-Canduit pursuant to SPS 383.43(8)(g) 4"Min.or 20 ft above Established Flood Elevation (rypical) �AiNight Seal �I� Finished Grade I Quick�isconnect 18"Min. CAPACITIES @ ��galfin = Q � . - �ryP'��> Depth (in) Volume(gal) I A 31.0 366.42 — *� w�v �nPP�o�ee�o��s�m Hole Appmved Pipe 3 ft allo B Z.Q 23.64 q Salid Ground � �� [C] 6.0 70.92 _Alarm D 12.0 141.84 B '�—o� I�� PUMP-OFF *Pump Tank Liquid Level = 51 in � PumP —� ELEVATION = 69.00 ft ° INSIDE BOTTOM Force Main Diameter = 2 in c°"°'�,e �� B�� ELEVATION = 68.00 ft � 3"Appmved Bedding Matenal Benealh Tank Force Main Length = ��ft Force Main Void Volume = 23•4� gal [C] Total Dose Volume TDV gal/dose �� (<02X design flow+force main void volume) Vertical Lift = 28.25 ft PUMP TANK: SEPTIC TANK(S): Volume = 1000 gal Total Volume = 602.82 gal Manufacture ser Concrete Inc Manufacturer(s Concrete Inc Pump Manufacturer: LibeRy Install approved effluent filter at the septic tank outlet Pump Model: 293 (�allachedpumpcurve.) immediately upstream of the pump tank inlet Controls/Alarm Manufacturer: SJE Rhombus Filter Manufacturer: Lifetime Filter LLC Controls/Alarm Model: PS Patrol Filter Modei: LT-1/8 Float switches containinq mercury are prohibited. GeoMat Distribution Cell Media Layout 325 Cell Witlth�ft) 2 63 Sitlewall to Lateral(k) Distribution Cell Cross-section Arrangements .... . _. .. Q _ ... . .. . . . . ..Q... . . . . _ S _ ComponentLegend � -�- � � - O ��stribution Pipe GeoMat is covered vnth approved geoteutile fabnc as per the their product approval. Distribution Cell Plan View Layout-Typical 325 Cell Wi0[h-A(ft) 50 00 Cell Lenglh-B(R) � � � � � �. � ..� � � .� � .�. ��I � � � �� . �: e �persa � e � F:nichMrr�Ac �V � `� ` �`1�� tI DIfVI�I{600 1 � '��' �' 12' 47' . naeifn �� I�9Cill.eveJ Smd Co�ivaa�ded I ^. _T . mstc.vw c.ri pj��' �. uiu \ Fahtit �-� P�Oc 1�_'—��— .��, _ _ _—' — G.FObUT � � � � � � � 2'AS2M 33 3n � i � ' � ' � � ' In5luaave Surface � ---_NATIVE�SOIL-===__� � (��= - - "--��_-- J� L'a�_itav,F�a See details on page 4 tor num0er,size,a�spaci�g of laterals. ProjeCt Amatuzio-Counry Hwy B Page 8 of 70 SITE PLAN ALAN J AMATUZIO REV TRUST �L OT l��-nt � '11703W CTH B SW,SW,S32,T41N,R7W TOWN OF ROUND LAKE PARCEI CONTAINS 35ACRES. . NORTH P/L IS THE NEAREST. IT IS APP.420'TO EAST P/L FROM BUILDING SITE p2 � ?3.9' \� � ` �^45•g� �� r � � � r B-1 N � � ' BM • ❑ "R.Y� � � . f � � � ♦ . � \ SCALE: 1"=40' ' ,� ; f�k � , m S � � � ; �� ❑ s-3 1 ELEVATIONS . , � �� Q7:; � ( i BM=100.0,NAIL IN A 76"DIA OAK TREE � ' �. � � �i =97.8' � . ; : r ( &2=972' �,� ' ' � � \a 63=97.8' ' Q7.g' BUILDING SITE-74.8' 1 '� B-2. � �� i �� e a ��` 4 a�eJ s�o�$ � WELL �S � G�( - 1 e� PROPOSED HOUSE y0 PJ��~� �> ' CLEARED h�,�e�F�`��d . AREAy.g, ��`E`t d.YP �S DR.WAY TO CTH B cT> iceo/00054�. p.cFa! ce.+crck co,.�S;�>1�0., s.p.irc�p,,..p � #�4nK �'ebyva�iserCa�crc+ew.a� L:Fc��r.clT-�/B SYSTEM AREA IS LOCATED AT THE CREST p�� 1 L J�x•r�y �l 53 P+�-p OF A HILI. RANDOM SOIL PITS IOCATED CLOSER TO BUILDING SRE WERE UNSUITABLE FORANMGROUNDSYSTEM. AA* (lbserp}�� tc CenS:s+try �G /oolFGe�-�� 19ao �.. c 1.5'xs�' cel� �`�e � o� )Q j�qg2 1 O oF I O r�� ''�, I�ber�i�y Pumps° ��,- V , , '' �; �I i . i . . . ,� �. - ' � ' • �`�y • • ' • LITERS PER MINUTE 0 50 100 150 200 250 300 50 � ��,� �� I -j�.... �� I . .. 14 45 i II i i il i � � i 40 i j � I i '�,,. .,,, 12 ' I I I ! 35 i I 10 �3p � LL W Z I ~ O I 8 f � 25 0 � ii w F l ! 4 I� x 0 �i � r 20 g � , ', ; � � ... � 15 ,,' ., ... '. . ,,,, i ,I !I 4 10 I � I ��'' �� . 2 5 I i f i I i i I p -� 0 0 10 20 0 40 50 60 70 80 90 � GALLONS PER MINUTE �2v0 PI ROIOi12%2015 GCopyriyht 21115 LiM1erty Pumps Inc. Ali nph�s aservcd. Specificanons.auM1jecno changc withnut nonce. �